Specified Method Maximum Height of Decks Landings Sample Clauses

Specified Method Maximum Height of Decks Landings. N/A Mach, Deck, Cover (Cover Mach piles with three (3) 15’ x 15’ pieces of waterproof covering) 20 Disposal Sites N/A N/A N/A
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Specified Method Maximum Height of Decks Landings. All units MACH 15 feet Disposal Sites
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Specified Method Maximum Height of Decks Landings. All Units MACH, DECK 10
Sample 1Sample 2
Specified Method Maximum Height of Decks Landings. All Landings Mach, Deck, Cover (3 5’x 5’ ignition points) 15 Disposal Sites N/A N/A N/A SAMPLE
Sample 1
Specified Method Maximum Height of Decks Landings. All Mach, Cover 15 feet Disposal Sites N/A N/A N/A Sale Name: Hungry Fire Salvage Page 163a Contract 2400-6, (6/06)
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Specified Method Maximum Height of Decks Landings. (Unutilized logs) All DECK 15’ Landings (Slash) All MACH, COVER 15’ Disposal Sites N/A
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Specified Method Maximum Height of Decks Landings. All MACH – machine piling landing slash 30 feet All COVER – cover landing slash piles N/A All YUMD – deck unutilized material 8 feet Disposal Sites N/A N/A N/A SAMPLE SLASH TREATMENT Subdivision or Unit No Specified Method Prohibited Method N/A N/A N/A TREATMENT ALONG PERMANENT ROADS Permanent roads that require roadside slash treatment are listed in the attached table and shown on Contract Area Map. All Logging and Construction Slash within Required Disposal Strips shall be treated by Contractor. "Required Disposal Strips" are those areas adjacent to permanent roads where slash treatment is required for resource objectives. The width of Required Disposal Strips is shown in the attached table and is measured in slope distance from Roadbed edges of permanent roads. By agreement, in Clearcutting Units and regeneration units slash from Required Disposal Strips may be treated with other Logging Slash. By agreement the location of Required Disposal Strips may be adjusted from side to side without materially changing the total work required. Slash treatment in Required Disposal Strips shall be accomplished without affecting the proper functioning of channels leading to and from drainage structures. Logging Slash larger than treatment size requirements of the specified method shall either be Scattered outside Required Disposal Strip, within Required Disposal Strip or Decked at agreed locations as shown in the attached table. SLASH TREATMENT Road No. Subdivision and/ or Unit No. or Road Juncitons (From To) Width of Required Disposal Strip Specified Method Slash Larger Than Treatment Size Requirements of Specified Method N/A N/A N/A N/A N/A SAMPLE TREATMENT ALONG TEMPORARY ROADS. Outside of Clearcutting Units or regeneration units, all trees felled or pushed over and trees damaged beyond recovery by Temporary Road construction shall be felled, limbed to a stem d.o.b. of approximately 3 inches, at which point the top shall be cut from the remainder of the stem, and stem shall be bucked into lengths not exceeding 10 feet. Such slash shall be Scattered free of soil to reduce concentrations unless treatment is required by another specified method.
Sample 1
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Specified Method Maximum Height of Decks Landings. All MACH, Cover 10’ Disposal Sites N/A TREATMENT ALONG PERMANENT ROADS Permanent roads that require roadside slash treatment are listed in the attached table and shown on Contract Area Map. All Logging and Construction Slash within Required Disposal Strips shall be treated by Contractor. "Required Disposal Strips" are those areas adjacent to permanent roads where slash treatment is required for resource objectives. The width of Required Disposal Strips is shown in the attached table and is measured in slope distance from Roadbed edges of permanent roads. By agreement, in Clearcutting Units and regeneration units slash from Required Disposal Strips may be treated with other Logging Slash. By agreement the location of Required Disposal Strips may be adjusted from side to side without materially changing the total work required. Slash treatment in Required Disposal Strips shall be accomplished without affecting the proper functioning of channels leading to and from drainage structures.
Sample 1

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